CN107780659B - A kind of construction method of wire netting enclosure wall - Google Patents
A kind of construction method of wire netting enclosure wall Download PDFInfo
- Publication number
- CN107780659B CN107780659B CN201610726396.7A CN201610726396A CN107780659B CN 107780659 B CN107780659 B CN 107780659B CN 201610726396 A CN201610726396 A CN 201610726396A CN 107780659 B CN107780659 B CN 107780659B
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- CN
- China
- Prior art keywords
- earth
- column
- enclosure wall
- upright post
- retaining beam
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/02—Wire fencing, e.g. made of wire mesh
- E04H17/04—Wire fencing, e.g. made of wire mesh characterised by the use of specially adapted wire, e.g. barbed wire, wire mesh, toothed strip or the like; Coupling means therefor
Abstract
The construction method of specifically a kind of wire netting enclosure wall of the present invention；It is characterized in that: including surveying setting-out: cheating central point along enclosure wall shaft centerline measurement arrangement upright post basic, upright post basic hole is excavated；Foundation pit bed course pours；Column is fixed temporarily；Upright post basic pours；Earth-retaining beam earth excavation between column；The installation of fencing wire net；Earth-retaining beam form slab supporting；Earth-retaining beam concreting；The installation of remaining attachment of enclosure wall and cleaning.Enclosure wall stress point of the present invention is concentrated mainly on column, and the concrete amount of used independent column foundation and earth-retaining beam is saved than the enclosure wall being located in elongated strip footing, while decreasing earthwork excavated volume.
Description
Technical field
The present invention relates to outdoor auxiliary building enclosure wall engineering construction field, the construction party of specifically a kind of wire netting enclosure wall
Method.
Background technique
Wire netting enclosure wall is good with ambient enviroment harmony, influenced by topography and geomorphology it is small, it is unobscured, be widely used in city
The safety management and maintenance of the engineerings such as political affairs, gardens, road, airport, harbour, development zone, wherein structures such as enclosure upright post and bearing diagonal
Profile can be used for part or factory process production, wire netting can be according to requiring to be produced in batches by standardization, other installation fittings
It can be from market purchasing；The design and construction to wire netting enclosure wall domestic at present does not standardize explicitly, use it is only various
The combination of profile column and different types of wire netting, but the Seal treatment mode of fixation and off the net end of the column in ground
Shortcomings.
Summary of the invention
The object of the present invention is to provide it is a kind of facilitate implement and can guarantee that the wire netting enclosure wall of construction quality and progress is applied
Work method.
In order to achieve the above object, the present invention is implemented as follows:
A kind of construction method of wire netting enclosure wall, including
Step 1, surveying setting-out: central point is cheated along enclosure wall shaft centerline measurement arrangement upright post basic, wherein the two sides at expansion joint
Each one upright post basic of setting is needed to cheat central point；
Step 2, upright post basic hole are excavated: need to the side of setting except column at expansion joint twin columns position, swing fence gate column or inflection point
Shape basis, remaining middle standing pillar are evenly distributed with circular foundation hole, and foundation pit depth should ensure that column cushion thickness is no less than 10cm；
Step 3, foundation pit bed course pour: are controlled at the top of the bed course of each foundation pit by a T-type component to nature
The height on ground is consistent；
Step 4, column are fixed temporarily: when being fixed temporarily column using humanoid scaffold, controlling enclosure wall axis with a chalk line
Line deviation guarantees the verticality of column with horizontal ruler or pendant；
Step 5, upright post basic pour: base concrete being first poured onto nature ground, then quick template supporting, and in coagulation
Good basic earth's surface above section is poured before native initial set；
Earth-retaining beam earth excavation between step 6, column: the dirt of upright post basic and earth-retaining beam binding site is cleared up before operation
Soil；
Step 7, the installation of fencing wire net: wire netting is laid with, and connector braiding is drawstring through mesh for wire netting and is suspended to enclosure wall
It on column, is adjusted by strainer, then wire netting and upstanding studs is fixed with tabletting and bolt；
Step 8, earth-retaining beam form slab supporting: has fixed form with U-shaped card；
Step 9, earth-retaining beam concreting: fencing wire setting c-type anchor bar in end off the net pours together with wire netting
In concrete earth-retaining beam；
The installation of remaining attachment of step 10, enclosure wall and cleaning: the installation of enclosure wall top gill net and ending cleaning.
This construction method has an advantage that
1, enclosure wall stress point of the present invention is concentrated mainly on column, the concrete of used independent column foundation and earth-retaining beam
Amount ratio is located at the saving of the enclosure wall in elongated strip footing, while decreasing earthwork excavated volume.
2, the fixation of column does not need setting built-in fitting, is not influenced by the construction deviation bring of built-in fitting, is not needed yet
Consider the fixed bring risk of expansion bolt.
4, fencing wire net is elongated setting, and when installation is influenced small by enclosure upright post construction deviation, does not overlap, is lost
It is small.
5, wire netting lower part finally forms an entirety with earth-retaining beam and upright post basic, in the construction process by topography and geomorphology
Influence it is very small.
Detailed description of the invention
Fig. 1 is the floor map of this construction method.
Fig. 2 is B-B direction cross-sectional view in Fig. 1.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of construction method of wire netting enclosure wall, comprising:
As shown in Figure 1, step 1, surveying setting-out: cheating central point 1 along enclosure wall shaft centerline measurement arrangement upright post basic, wherein In
Two sides need each one upright post basic of setting to cheat central point 1 at expansion joint；
As shown in Fig. 2, step 2, upright post basic hole 2 is excavated: except vertical at expansion joint twin columns position, swing fence gate column or inflection point
Square foundation need to be arranged in column, remaining middle standing pillar is evenly distributed with circular foundation hole, and foundation pit depth should ensure that column cushion thickness not
Less than 10cm；
Step 3,2 bed course of foundation pit pour: are controlled at the top of the bed course of each foundation pit by a T-type component to nature
The height on ground is consistent；
Step 4, column 3 are fixed temporarily: when being fixed temporarily column 3 using humanoid scaffold, controlling enclosure wall with a chalk line
Misalignment of axe guarantees the verticality of column 3 with horizontal ruler or pendant；
Step 5,3 basis of column pour: base concrete being first poured onto nature ground, then quick template supporting, and mixed
Good basic earth's surface above section is poured before solidifying soil initial set；
The earth excavation of 3 step 6, column earth-retaining beams 4: 4 binding site of upright post basic and earth-retaining beam is cleared up before operation
Dust；
Step 7, the installation of fencing wire net: wire netting is laid with, and connector braiding is drawstring through mesh for wire netting and is suspended to enclosure wall
It on column, is adjusted by strainer, then wire netting and upstanding studs is fixed with tabletting and bolt；
Step 8,4 template support of earth-retaining beam: has fixed form with U-shaped card；
Step 9,4 concreting of earth-retaining beam: fencing wire setting c-type anchor bar in end off the net pours together with wire netting
In concrete earth-retaining beam；
The installation of remaining attachment of step 10, enclosure wall and cleaning: the installation of enclosure wall top gill net and ending cleaning.
This construction method has an advantage that
1, enclosure wall stress point of the present invention is concentrated mainly on column, the concrete of used independent column foundation and earth-retaining beam
Amount ratio is located at the saving of the enclosure wall in elongated strip footing, while decreasing earthwork excavated volume.
2, basis and the buried part clay model of earth-retaining beam, wherein circular foundation top can with pvc pipe mould (it is reusable,
Supporting is convenient and efficient, and concrete formation apparent mass is good), circular foundation also facilitates enclosure wall to extend to any direction.
3, the fixation of column does not need setting built-in fitting, is not influenced by the construction deviation bring of built-in fitting, is not needed yet
Consider the fixed bring risk of expansion bolt.
4, fencing wire net is elongated setting, and when installation is influenced small by enclosure upright post construction deviation, does not overlap, is lost
It is small.
5, wire netting lower part finally forms an entirety with earth-retaining beam and upright post basic, in the construction process by topography and geomorphology
Influence it is very small.
Claims (1)
1. a kind of construction method of wire netting enclosure wall, characterized in that including
Step 1, surveying setting-out: central point is cheated along enclosure wall shaft centerline measurement arrangement upright post basic, wherein two sides need each at expansion joint
One upright post basic hole central point is set；
Step 2, upright post basic hole are excavated: except rectangular base need to be arranged in column at expansion joint twin columns position, swing fence gate column or inflection point
Plinth, remaining middle standing pillar are evenly distributed with circular foundation hole, and foundation pit depth should ensure that column cushion thickness is no less than 10cm；
Step 3, foundation pit bed course pour: are controlled at the top of the bed course of each foundation pit by a T-type component to nature ground
Height it is consistent；
Step 4, column are fixed temporarily: inclined with a chalk line control enclosure wall axis when being fixed temporarily column using humanoid scaffold
Difference guarantees the verticality of column with horizontal ruler or pendant；
Step 5, upright post basic pour: base concrete being first poured onto nature ground, then quick template supporting, and at the beginning of concrete
Good basic earth's surface above section is poured before solidifying；
Earth-retaining beam earth excavation between step 6, column: the dust of upright post basic and earth-retaining beam binding site is cleared up before operation；
Step 7, the installation of fencing wire net: wire netting is laid with, and connector braiding is drawstring through mesh for wire netting and is suspended to enclosure upright post
On, it is adjusted by strainer, then wire netting and upstanding studs is fixed with tabletting and bolt；
Step 8, earth-retaining beam form slab supporting: has fixed form with U-shaped card；
Step 9, earth-retaining beam concreting: fencing wire setting c-type anchor bar in end off the net is poured together with wire netting in mixed
In solidifying soil earth-retaining beam；
Step 10, the installation of enclosure wall attachment and cleaning: the installation of enclosure wall top gill net and ending cleaning.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610726396.7A CN107780659B (en) | 2016-08-26 | 2016-08-26 | A kind of construction method of wire netting enclosure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610726396.7A CN107780659B (en) | 2016-08-26 | 2016-08-26 | A kind of construction method of wire netting enclosure wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107780659A CN107780659A (en) | 2018-03-09 |
| CN107780659B true CN107780659B (en) | 2019-12-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610726396.7A Active CN107780659B (en) | 2016-08-26 | 2016-08-26 | A kind of construction method of wire netting enclosure wall |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677799A (en) * | 2018-05-18 | 2018-10-19 | 南京天方电子工程有限公司 | A kind of installation method of isolated gate |
| CN113530361A (en) * | 2021-07-12 | 2021-10-22 | 上海建工七建集团有限公司 | Fence reinforcing device and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000741U (en) * | 2011-01-10 | 2011-10-05 | 郎叶龙 | 1.5-meter high climbable factory station plastic-soaked enclosing wall |
| CN202249145U (en) * | 2011-08-11 | 2012-05-30 | 天津梧柏蔷建筑工程有限公司 | Novel environmentally-friendly wall upright |
| CN204040622U (en) * | 2014-07-25 | 2014-12-24 | 丁少华 | The guardrail that a kind of building site is special |
| CN104695290A (en) * | 2015-02-11 | 2015-06-10 | 中铁三局集团有限公司 | Installation method of railway concrete protection fences |
-
2016
- 2016-08-26 CN CN201610726396.7A patent/CN107780659B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000741U (en) * | 2011-01-10 | 2011-10-05 | 郎叶龙 | 1.5-meter high climbable factory station plastic-soaked enclosing wall |
| CN202249145U (en) * | 2011-08-11 | 2012-05-30 | 天津梧柏蔷建筑工程有限公司 | Novel environmentally-friendly wall upright |
| CN204040622U (en) * | 2014-07-25 | 2014-12-24 | 丁少华 | The guardrail that a kind of building site is special |
| CN104695290A (en) * | 2015-02-11 | 2015-06-10 | 中铁三局集团有限公司 | Installation method of railway concrete protection fences |
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| Publication number | Publication date |
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| CN107780659A (en) | 2018-03-09 |
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